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JP3842398B2 - Joint structure of manhole and connecting pipe - Google Patents
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JP3842398B2 - Joint structure of manhole and connecting pipe - Google Patents

Joint structure of manhole and connecting pipe Download PDF

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Publication number
JP3842398B2
JP3842398B2 JP23773697A JP23773697A JP3842398B2 JP 3842398 B2 JP3842398 B2 JP 3842398B2 JP 23773697 A JP23773697 A JP 23773697A JP 23773697 A JP23773697 A JP 23773697A JP 3842398 B2 JP3842398 B2 JP 3842398B2
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JP
Japan
Prior art keywords
manhole
pipe
joint
mounting hole
connecting pipe
Prior art date
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Expired - Fee Related
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JP23773697A
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Japanese (ja)
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JPH1161864A (en
Inventor
猛文 石井
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Cosmo Koki Co Ltd
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Cosmo Koki Co Ltd
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Priority to JP23773697A priority Critical patent/JP3842398B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、マンホールの側壁に接続管を接続する際の継手構造に係り、特に、接続管に損傷を与えることなく、継手部において大きな可撓性を有するようにした継手構造に関する。
【0002】
【従来の技術】
従来のこの種の継手構造としては、例えば特開平8−41920号公報に開示されているものがある。
【0003】
このものは、図5に示すように、取付管(接続管)aの外径より十分大きな内径を有する剛性ソケットbを、マンホールcの側壁の取付孔dの周りに固定するとともに、上記ソケットbに、先端部の内径が取付管aの外径にほぼ等しい先細形柔軟筒体eの基部を固定し、さらに、上記マンホールcの取付孔d、剛性ソケットb及び柔軟筒体e内に、取付管aを挿入することにより、これを柔軟筒体eの先端部において支持するように構成されている。
【0004】
【発明が解決しようとする課題】
上述した従来の継手構造では、取付管aの基端が、マンホールcの取付孔dを挿通して内周面とほぼ整合する位置まで挿入されているため、取付管aに地震等により大きな曲げ荷重が作用して撓むと、取付孔dの内周面に取付管aの基端外周縁が当接したり、マンホールc内に挿入されるインバート(導水路)fの外周面に接触したりする。
【0005】
このようになると、取付管aの基端部に損傷を与えるだけでなく、十分な可撓性も得られなくなる。
【0006】
この問題を解決するためには、取付孔dの内径を大きくして、取付管aの外周面との間に大きな隙間gを設けることも考えられる。しかし、このようにすると、マンホールcの強度に影響を及ぼしたり、流体に含まれる夾雑物が隙間gに堆積する量が増加し、これが可撓性を阻害することも予想される。
【0007】
また、上記従来の継手構造においては、取付孔d及び剛性ソケットbと取付管aとの隙間gに、モルタル等を充填する場合があり、このようにした際には、取付管aがマンホールcに固定されてしまうので、その耐震性や可撓性は殆どなくなる。
【0008】
本発明は、上記問題点を解決するためになされたもので、可撓性が大きく、かつマンホール等と接触して接続管が損傷するのを防止しうるようにしたマンホールと接続管との継手構造を提供することを目的としている。
【0009】
【課題を解決するための手段】
上記目的を達成するために、本発明の継手構造は、マンホール内の流体を流通させる接続管を、マンホールの側壁に穿設された取付孔と連通可能に接続する際の継手構造であって、
前記接続管の外径よりも大径且つ前記取付孔よりも大径をなす大径部と前記接続管の外径よりも小径をなす小径部とからなる継手管を備え、前記継手管の小径部を、前記取付孔の周囲のマンホールの外周壁に水密性を保持して固着するとともに、前記継手管の前記大径部内に、前記接続管の基端部を、互いの隙間にシール部材を挟入して所定の長さに亘り遊挿し、前記接続管の外周面と前記継手管の内周面との間に形成された隙間の少なくとも管底部付近の開口端部を、伸縮又は可撓性を有する閉塞部材により塞いだことを特徴としている。
【0010】
上記継手管の基端部に、マンホールの取付孔内に挿入可能な案内筒部を設けるのが好ましい。
【0012】
本発明によると、マンホールの外周壁に、接続管の外径よりも大径の継手管を固着し、この継手管内に接続管を遊挿してあるので、継手管の管径を適宜に設計することにより、継手管内に大きな曲げ空間を形成することが可能となり、接続管の可撓性を大とすることができる。
【0013】
また、従来のように、マンホール内に接続管を挿入していないので、マンホール等と接触して接続管に損傷を与えることもない。
【0014】
【発明の実施の形態】
以下、本発明の実施例を図面に基づいて説明する。
【0015】
図1は、本発明の第1実施例の平面図を示すもので、マンホール1における底部寄りの側壁には、取付孔2が貫設されている。
【0016】
取付孔2内には、鉄製の継手管3における小径部3aの基端部に連設された案内筒部3bが、マンホール1の内周面とほぼ整合する位置まで遊挿され、取付孔2の内面と案内筒部3bの外周面との間に形成される隙間は、Oリング4を挿入することにより密閉されている。
【0017】
小径部3aの外周面には、円形かつ曲面状の取付板5が連設され、この取付板5は、マンホール1の外周壁に埋設した複数の雌ねじアンカー6に、ボルト7を螺挿することにより、マンホール1に固定されている。なお、小径部3aの内径は、後記する接続管8の外径よりも若干小径とし、接続管8が小径部3a内に挿入されないようにしてある。
【0018】
継手管3における大径部3c内には、コンクリート製の管体の内外周面を繊維強化プラスチック(FRP)により覆ってなる接続管8の基端部が、大径部3cのほぼ半分の長さに亘って遊挿されている。大径部3cの管径は、接続管8の外径よりも十分に大きくしてあり、また大径部3cの開口端には、内周縁が接続管8の外周面に近接する内向環状片3dが連設されている。
【0019】
大径部3cの開口端部の内周面に形成された環状溝9内には、ゴム製のシールリング10が嵌合され、その内周面が接続管8の外周面に圧接することにより、水密性が保持されている。
【0020】
上記第1実施例において、地震等により接続管8に曲げ荷重が作用すると、接続管8は、大径部3c内においてそれらの隙間分だけ撓むことができる。この際の撓み量は、従来のように接続管8がマンホール1の取付孔2内に挿入されていないため、取付孔2の孔径と無関係に大とすることができる。
【0021】
すなわち、接続管8の外径に応じて、大径部3cの径を自由に設計変更することができるため、大径部3c内に大きな曲げ空間を形成することもできる。従って、従来のもののように、接続管8の基端部が、マンホール1の取付孔2やマンホール1内に挿入されるインバート11に当接して損傷する恐れはなくなる。
【0022】
また、マンホール1の取付孔2の大きさは、所要の流量が確保される最小限の孔径でよく、マンホール1の強度に影響を及ぼすこともない。
【0023】
図2は、本発明の第2実施例を示すもので、この実施例では、継手管3における大径部3cの内周面と接続管8の基端部外周面との間の隙間Sを、ウレタンスポンジ等の伸縮性を有する充填材12を挿入することにより塞いである。
【0024】
このようにすると、隙間S内に、流体に含まれる夾雑物が入り込んで堆積し、接続管8の可撓性が妨げられるのを防止することができる。
【0025】
図3は、本発明の第3実施例を示すもので、この実施例では、接続管8の基端部外周面に、マンホール1側に向って伸長する蛇腹状のシール部材13を固着し、その先端を、継手管3の小径部3aと大径部3cとの段差部に圧接することにより、隙間Sの開口部を閉塞してある。
【0026】
この実施例においても、隙間S内に夾雑物が堆積するのを防止しうるので、接続管8の可撓性が妨げられることはない。なお、流体中に含まれる夾雑物は、管底付近に堆積し易いことから、上記のような充填材12やシール部材13等の閉塞部材を、管底部付近にのみ設けられるようにしてもよい。
【0027】
本発明は、上記実施例に限定されるものではない。
【0028】
例えば、継手管3における案内筒部3bを省略してマンホール1の取付孔2内に挿入しないようにし、取付板5を直接マンホール1の周壁に水密性を保持して取付けるようにしてもよい。
【0029】
また、小径部3aを形成しないで、接続管8よりも大径の大径部3cのみとすることもある。
【0030】
なお、継手管3に対するシールリング10の固定方法は前述の実施例に限定されるものではなく、図4に示されるようなフランジ3eと止め輪14との間にシールリング10を挟んでこれらをボルト15で締め付ける構造でもよい。特にこの構成によれば継手管3に対して接続管8を挿入した後にボルト15を締め付けることにより、両管の接続が容易なものとなる。
【0031】
【発明の効果】
本発明によれば、接続管をマンホールまで挿入することなく、継手管内に挿入してあるので、継手管内に大きな曲げ空間を形成することが可能となり、接続管の可撓性を増大することができる。また、接続管と継手管との間の隙間に、夾雑物が入り込んで堆積するのが防止されるので、接続管の可撓性が妨げられる恐れはない。
【0032】
また、マンホールに接続管を挿入しないことから、接続管が撓んでもこれに損傷を与えることはない。
【0033】
請求項2の発明によると、継手管をマンホールの取付孔の周囲に容易に位置決めして固定することができ、作業性が向上する。
【0035】
【図面の簡単な説明】
【図1】本発明の第1実施例を示す一部切欠平面図である。
【図2】同じく、第2実施例を示す一部切欠平面図である。
【図3】同じく、第3実施例を示す一部切欠平面図である。
【図4】継手管と接続管との接続部における他の実施例を示す局部断面図である。
【図5】従来例を示す一部切欠平面図である。
【符号の説明】
1 マンホール
2 取付孔
3 継手管
3a 小径部
3b 案内筒部
3c 大径部
3d 内向環状片
3e フランジ
4 Oリング
5 取付板
6 雌ねじアンカー
7 ボルト
8 接続管
9 環状溝
10 シールリング
11 インバート
12 充填材(閉塞部材)
13 シール部材(閉塞部材)
14 止め輪
15 ボルト
S 隙間
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint structure when connecting a connecting pipe to a side wall of a manhole, and more particularly, to a joint structure that has great flexibility in a joint portion without damaging the connecting pipe.
[0002]
[Prior art]
A conventional joint structure of this type is disclosed in, for example, Japanese Patent Application Laid-Open No. 8-41920.
[0003]
As shown in FIG. 5 , the rigid socket b having an inner diameter sufficiently larger than the outer diameter of the attachment pipe (connection pipe) a is fixed around the attachment hole d on the side wall of the manhole c, and the socket b The base of the tapered flexible cylindrical body e whose inner diameter is substantially equal to the outer diameter of the mounting tube a is fixed to the mounting hole d of the manhole c, the rigid socket b, and the flexible cylindrical body e. By inserting the tube a, it is configured to support it at the tip of the flexible tube e.
[0004]
[Problems to be solved by the invention]
In the conventional joint structure described above, the base end of the mounting tube a is inserted to the position where it is substantially aligned with the inner peripheral surface through the mounting hole d of the manhole c. When the load acts and bends, the outer peripheral edge of the proximal end of the mounting tube a comes into contact with the inner peripheral surface of the mounting hole d, or comes into contact with the outer peripheral surface of the invert (water conduit) f inserted into the manhole c. .
[0005]
In this case, not only is the base end portion of the attachment tube a damaged, but sufficient flexibility cannot be obtained.
[0006]
In order to solve this problem, it is conceivable to increase the inner diameter of the mounting hole d and provide a large gap g between the outer peripheral surface of the mounting tube a. However, if it does in this way, the intensity | strength of the manhole c will be affected or the quantity which the foreign material contained in the fluid will accumulate in the clearance gap g will increase, and this will also anticipate that flexibility is inhibited.
[0007]
In the conventional joint structure described above, the mounting hole d and the gap g between the rigid socket b and the mounting tube a may be filled with mortar or the like. Therefore, the earthquake resistance and flexibility are almost lost.
[0008]
The present invention has been made in order to solve the above-mentioned problems, and is a joint between a manhole and a connecting pipe that is highly flexible and can prevent the connecting pipe from being damaged by contact with the manhole or the like. Its purpose is to provide a structure.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, the joint structure of the present invention is a joint structure for connecting a connection pipe for circulating a fluid in a manhole so that it can communicate with an attachment hole drilled in a side wall of the manhole,
A joint pipe having a large diameter portion larger than the outer diameter of the connection pipe and larger than the mounting hole and a small diameter section smaller than the outer diameter of the connection pipe; and a small diameter of the joint pipe The fixing portion is secured to the outer peripheral wall of the manhole around the mounting hole while maintaining watertightness, and the base end portion of the connection pipe is sealed in the gap between the large diameter portion of the joint pipe. And at least the opening end near the bottom of the gap formed between the outer peripheral surface of the connection pipe and the inner peripheral surface of the joint pipe is expanded or contracted. It is characterized by being closed by a flexible closing member .
[0010]
It is preferable to provide a guide tube portion that can be inserted into the mounting hole of the manhole at the base end portion of the joint pipe.
[0012]
According to the present invention, a joint pipe having a diameter larger than the outer diameter of the connection pipe is fixed to the outer peripheral wall of the manhole, and the connection pipe is loosely inserted into the joint pipe. Therefore, the pipe diameter of the joint pipe is appropriately designed. Thus, a large bending space can be formed in the joint pipe, and the flexibility of the connection pipe can be increased.
[0013]
Further, since the connecting pipe is not inserted into the manhole as in the prior art, the connecting pipe does not come into contact with the manhole or the like.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
[0015]
FIG. 1 shows a plan view of a first embodiment of the present invention, and a mounting hole 2 is provided through a side wall of the manhole 1 near the bottom.
[0016]
In the mounting hole 2, a guide tube portion 3 b provided continuously to the proximal end portion of the small diameter portion 3 a in the iron joint pipe 3 is loosely inserted to a position substantially aligned with the inner peripheral surface of the manhole 1. A gap formed between the inner surface of the guide cylinder 3 and the outer peripheral surface of the guide tube portion 3 b is sealed by inserting an O-ring 4.
[0017]
A circular and curved mounting plate 5 is continuously provided on the outer peripheral surface of the small-diameter portion 3a. The mounting plate 5 is formed by screwing bolts 7 into a plurality of female screw anchors 6 embedded in the outer peripheral wall of the manhole 1. Thus, the manhole 1 is fixed. The inner diameter of the small diameter portion 3a is slightly smaller than the outer diameter of the connecting pipe 8 described later so that the connecting pipe 8 is not inserted into the small diameter portion 3a.
[0018]
In the large-diameter portion 3c of the joint pipe 3, the base end portion of the connecting pipe 8 in which the inner and outer peripheral surfaces of the concrete pipe body are covered with fiber reinforced plastic (FRP) is approximately half as long as the large-diameter portion 3c. It is inserted loosely. The tube diameter of the large diameter portion 3 c is sufficiently larger than the outer diameter of the connection tube 8, and an inward annular piece whose inner peripheral edge is close to the outer peripheral surface of the connection tube 8 is at the open end of the large diameter portion 3 c. 3d is continuously provided.
[0019]
A rubber seal ring 10 is fitted in an annular groove 9 formed on the inner peripheral surface of the opening end of the large diameter portion 3 c, and the inner peripheral surface is pressed against the outer peripheral surface of the connection pipe 8. Watertightness is maintained.
[0020]
In the first embodiment, when a bending load is applied to the connecting pipe 8 due to an earthquake or the like, the connecting pipe 8 can be bent by the gap in the large diameter portion 3c. Since the connecting pipe 8 is not inserted into the mounting hole 2 of the manhole 1 as in the prior art, the amount of bending at this time can be increased regardless of the diameter of the mounting hole 2.
[0021]
That is, since the design of the diameter of the large diameter portion 3c can be freely changed according to the outer diameter of the connecting pipe 8, a large bending space can be formed in the large diameter portion 3c. Therefore, unlike the conventional one, there is no possibility that the base end portion of the connecting pipe 8 abuts on the mounting hole 2 of the manhole 1 or the invert 11 inserted into the manhole 1 to be damaged.
[0022]
The size of the mounting hole 2 of the manhole 1 may be a minimum hole diameter that ensures a required flow rate, and does not affect the strength of the manhole 1.
[0023]
FIG. 2 shows a second embodiment of the present invention. In this embodiment, the clearance S between the inner peripheral surface of the large-diameter portion 3 c and the outer peripheral surface of the proximal end portion of the connecting pipe 8 in the joint pipe 3 is shown. It is blocked by inserting a filler 12 having elasticity such as urethane sponge.
[0024]
If it does in this way, it can prevent that the foreign substance contained in the fluid enters and accumulates in the clearance gap S, and the flexibility of the connection pipe 8 is prevented.
[0025]
FIG. 3 shows a third embodiment of the present invention. In this embodiment, a bellows-like seal member 13 extending toward the manhole 1 side is fixed to the outer peripheral surface of the proximal end portion of the connection pipe 8, The opening of the gap S is closed by pressing the tip of the joint with the step portion between the small diameter portion 3 a and the large diameter portion 3 c of the joint pipe 3.
[0026]
Also in this embodiment, it is possible to prevent the accumulation of impurities in the gap S, so that the flexibility of the connecting pipe 8 is not hindered. In addition, since impurities contained in the fluid are likely to accumulate near the tube bottom, the closing member such as the filler 12 and the seal member 13 as described above may be provided only near the tube bottom. .
[0027]
The present invention is not limited to the above embodiments.
[0028]
For example, the guide tube portion 3 b in the joint pipe 3 may be omitted so as not to be inserted into the mounting hole 2 of the manhole 1, and the mounting plate 5 may be directly mounted on the peripheral wall of the manhole 1 while maintaining water tightness.
[0029]
Further, the small diameter portion 3a may not be formed, and only the large diameter portion 3c having a larger diameter than the connection pipe 8 may be provided.
[0030]
Note that the method of fixing the seal ring 10 to the joint pipe 3 is not limited to the above-described embodiment, and the seal ring 10 is sandwiched between the flange 3e and the retaining ring 14 as shown in FIG. A structure in which the bolt 15 is fastened may be used. In particular, according to this configuration, the bolts 15 are tightened after the connection pipe 8 is inserted into the joint pipe 3 so that the pipes can be easily connected.
[0031]
【The invention's effect】
According to the present invention, since the connecting pipe is inserted into the joint pipe without being inserted into the manhole, a large bending space can be formed in the joint pipe, and the flexibility of the connecting pipe can be increased. it can. In addition, since impurities are prevented from entering and accumulating in the gap between the connecting pipe and the joint pipe, the flexibility of the connecting pipe is not hindered.
[0032]
Further, since the connecting pipe is not inserted into the manhole, even if the connecting pipe is bent, it is not damaged.
[0033]
According to the invention of claim 2, the joint pipe can be easily positioned and fixed around the mounting hole of the manhole, and the workability is improved.
[0035]
[Brief description of the drawings]
FIG. 1 is a partially cutaway plan view showing a first embodiment of the present invention.
FIG. 2 is also a partially cutaway plan view showing a second embodiment.
FIG. 3 is also a partially cutaway plan view showing a third embodiment.
FIG. 4 is a local cross-sectional view showing another embodiment of the connection portion between the joint pipe and the connection pipe.
FIG. 5 is a partially cutaway plan view showing a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Manhole 2 Mounting hole 3 Joint pipe | tube 3a Small diameter part 3b Guide cylinder part 3c Large diameter part 3d Inward annular piece 3e Flange 4 O-ring 5 Mounting plate 6 Female thread anchor 7 Bolt 8 Connection pipe 9 Annular groove 10 Seal ring 11 Invert 12 Filler (Occlusion member)
13 Sealing member (blocking member)
14 Retaining ring 15 Bolt S Clearance

Claims (2)

マンホール内の流体を流通させる接続管を、マンホールの側壁に穿設された取付孔と連通可能に接続する際の継手構造であって、
前記接続管の外径よりも大径且つ前記取付孔よりも大径をなす大径部と前記接続管の外径よりも小径をなす小径部とからなる継手管を備え、前記継手管の小径部を、前記取付孔の周囲のマンホールの外周壁に水密性を保持して固着するとともに、前記継手管の前記大径部内に、前記接続管の基端部を、互いの隙間にシール部材を挟入して所定の長さに亘り遊挿し、前記接続管の外周面と前記継手管の内周面との間に形成された隙間の少なくとも管底部付近の開口端部を、伸縮又は可撓性を有する閉塞部材により塞いだことを特徴とするマンホールと接続管との継手構造。
A joint structure for connecting the connecting pipe for circulating the fluid in the manhole so that it can communicate with the mounting hole formed in the side wall of the manhole,
A joint pipe having a large diameter portion larger than the outer diameter of the connection pipe and larger than the mounting hole and a small diameter section smaller than the outer diameter of the connection pipe; and a small diameter of the joint pipe The fixing portion is secured to the outer peripheral wall of the manhole around the mounting hole while maintaining watertightness, and the base end portion of the connection pipe is sealed in the gap between the large diameter portion of the joint pipe. And at least the opening end near the bottom of the gap formed between the outer peripheral surface of the connection pipe and the inner peripheral surface of the joint pipe is expanded or contracted. A joint structure of a manhole and a connecting pipe, which is closed by a flexible closing member .
継手管の基端部に、マンホールの取付孔内に挿入可能な案内筒部を設けた請求項1に記載のマンホールと接続管との継手構造。  The joint structure of a manhole and a connecting pipe according to claim 1, wherein a guide tube portion that can be inserted into a manhole mounting hole is provided at a base end portion of the joint tube.
JP23773697A 1997-08-19 1997-08-19 Joint structure of manhole and connecting pipe Expired - Fee Related JP3842398B2 (en)

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JPH1161864A JPH1161864A (en) 1999-03-05
JP3842398B2 true JP3842398B2 (en) 2006-11-08

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Publication number Priority date Publication date Assignee Title
KR100694246B1 (en) 2005-01-04 2007-03-14 주식회사성호철관 Connection structure of the local means pipe and underground buried pipe in the manhole
KR100741319B1 (en) 2006-03-22 2007-07-20 주식회사 은광이노텍 Leak-proof packing Insert valve chamber

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0336034U (en) * 1989-08-17 1991-04-09
JP3354218B2 (en) * 1993-08-02 2002-12-09 三菱樹脂株式会社 Manhole fitting
JPH09165769A (en) * 1995-12-14 1997-06-24 Nishikawa Rubber Co Ltd Joint material for manhole

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